A load of P = 50 kN acting at an angle of ß = 32° is supported by the struct dimensions of the structure are a = 2.9 m, b = 0.3 m, c = 1.0 m, e = 0.31 m, sectional dimensions of member BC are bf = 170 mm, t₁ = 13 mm, d = 330 mm. Determine the principal stresses and the maximum shear stress acti Show these stresses on an appropriate sketch. E 45° XI (1) D B y C H a с b AB
A load of P = 50 kN acting at an angle of ß = 32° is supported by the struct dimensions of the structure are a = 2.9 m, b = 0.3 m, c = 1.0 m, e = 0.31 m, sectional dimensions of member BC are bf = 170 mm, t₁ = 13 mm, d = 330 mm. Determine the principal stresses and the maximum shear stress acti Show these stresses on an appropriate sketch. E 45° XI (1) D B y C H a с b AB
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A load of P = 50 kN acting at an angle of ß = 32° is supported by the structure shown. The overall
dimensions of the structure are a = 2.9 m, b = 0.3 m, c = 1.0 m, e = 0.31 m, and x₁ = 2.0 m. The cross-
sectional dimensions of member BC are bf = 170 mm, tf = 13 mm, d = 330 mm, tw = 11 mm, and h = 110
mm. Determine the principal stresses and the maximum shear stress acting at point H in member BC.
Show these stresses on an appropriate sketch.
E
45°
(1)
B
C
H
a
H](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd56e9c7b-6890-4f1d-871e-0176b2130677%2F9b3885ff-f8d0-4794-9151-43bbf4df8063%2F1kue3w_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A load of P = 50 kN acting at an angle of ß = 32° is supported by the structure shown. The overall
dimensions of the structure are a = 2.9 m, b = 0.3 m, c = 1.0 m, e = 0.31 m, and x₁ = 2.0 m. The cross-
sectional dimensions of member BC are bf = 170 mm, tf = 13 mm, d = 330 mm, tw = 11 mm, and h = 110
mm. Determine the principal stresses and the maximum shear stress acting at point H in member BC.
Show these stresses on an appropriate sketch.
E
45°
(1)
B
C
H
a
H
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